• 제목/요약/키워드: Level-2 land use

검색결과 294건 처리시간 0.026초

임상에 따른 계류수의 수질변화에 관한 연구 (A Change of Stream Water Quality by Forest Types)

  • 마호섭;강원석;강은민
    • 한국산림과학회지
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    • 제100권2호
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    • pp.142-148
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    • 2011
  • 본 연구는 밤나무림, 소나무림 개벌조림지로 이용되고 있는 산지소유역에서 임상별 계류수질의 차이와 변화를 분석하고, 이를 먹는물 수질기준과의 비교를 통하여 얻은 결과를 요약하면 다음과 같다. 세 임분의 계류수 pH는 소나무임분(pH 7.18) >밤나무임분(pH 6.90) >개벌조림지(pH 6.82) 순으로 나타났다. 전기전도도는 개벌조림지 >밤나무임분 >소나무임분의 순으로 높게 나타났다. 양이온은 세 조사구의 계류수 모두 $Ca^{2+}$, $Na^{+}$, $Mg^{2+}$, $K^{+}$, $NH_{4}{^{+}}$의 순으로 높게 나타났다. 음이온은 밤나무임분과 소나무임분 계류수에서는 $SO_{4}{^{2-}}$, $Cl^{-}$, $NO_{3}{^{-}}$의 순으로 높게 나타났으나, 개벌조림지 계류수에서는 $SO_{4}{^{2-}}$, $NO_{3}{^{-}}$, $Cl^{-}$의 순으로 높게 나타나 차이를 보이고 있다. 세 조사구의 계류수 간에 차이를 살펴보기 위하여 각 임분별 수질의 변화에 대한 다중검정을 실시한 결과 12개 항목 중에서 pH, EC, $NO^{3-}$, $Ca^{2+}$, $Mg^{2+}$, $Na^{+}$, $Cl^{-}$, TNU, Color 9개 항목들은 임분 간에 유의성이 인정되므로 각 임분별 수질의 차이가 나타났다. 특히, 개벌조림지는 식재목 성장을 위한 비료의 시용으로 인하여 밤나무림과 소나무림에 비해 오염지표라 할 수 있는 EC, $NO{^{3-}}$, $SO_{4}{^{2-}}$, $Cl^{-}$, 탁도, 색도 등이 높은 것으로 보아 임지 이용에 따라 수질에 영향이 있는 것으로 나타났다. 각 임분별 계류수의 pH, $NH_{4}{^{+}}$, $Cl^{-}$, $SO_{4}{^{2-}}$, $NO_{3}{^{-}}$는 먹는물 기준이하를 나타내어 수질이 비교적 양호한 편으로 나타났으나, 탁도와 색도의 수치는 모든 임분에서 먹는물 기준을 초과하는 것으로 나타났다. 따라서 도시주변 산림지역은 토사 유출로 인하여 탁수화 및 밤나무 재배지는 시비 등으로 수질오염이 예상되므로 계류수를 식수화하기 위해서는 간이 수질정화시설과 같은 적절한 대비책이 마련되어야 할 것으로 사료된다.

지적자료와 조직을 활용한 재난관리 운영방안에 관한 연구 (A Study on the Operation of Disaster Management Using Cadastral Data and Organizational Structure)

  • 박종철
    • 지적과 국토정보
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    • 제46권2호
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    • pp.79-92
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    • 2016
  • 국민 모두가 안전하고 행복한 삶의 질이 높은 사회로의 발전을 위해서는 경제적인 발전뿐만 아니라 지구온난화에 따른 자연재난이나 화재, 교통사고 등과 에너지, 통신 등의 국가 기반 체계의 마비 등과 같은 사회재난에 대해서도 철저하게 대비하고 신속하게 대처할 수 있는 재난관리에 대한 높은 역량이 요구된다고 할 수 있다. 본 논문에서는 현재의 재난관리 역량을 강화할 수 있는 방안으로 필지 기반 재난관리체계를 적용하여 재난관리의 각 단계에서 지적정보를 충분히 활용하고, 재난 위험정보를 필지 단위로 생성하고 제공하며, 지적기관의 조직과 인력이 재난관리 업무에 참여하는 방안으로 필지기반 재난관리체계의 구축 및 활용을 대안으로 제시하였다.

A Review of Stream Assessment Methodologies and Restoration: The Case of Virginia, USA

  • Bender, Shera M.;Ahn, Chang-Woo
    • Environmental Engineering Research
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    • 제16권2호
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    • pp.69-79
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    • 2011
  • Rapid population growth and land use changes have severely degraded streams across the United States. In response, there has been a surge in the number of stream restoration projects, including stream restoration for mitigation purposes. Currently, most projects do not include evaluation and monitoring, which are critical in the success of stream restoration projects. The goal of this study is to review the current status of assessment methodologies and restoration approaches for streams in Virginia, with the aim of assisting the restoration community in making sound decisions. As part of the study, stream restoration projects data from a project in Fairfax County, Virginia was assessed. This review revealed that the stream assessment methodologies currently applied to restoration are visuallybased and do not include biological data collection and/or a method to incorporate watershed information. It was found from the case study that out of the twenty nine restoration projects that had occurred between 1995 and 2003 in Fairfax County, nineteen projects reported bank stabilization as a goal or the only goal, indicating an emphasis on a single physical component rather than on the overall ecological integrity of streams. It also turned out that only seven projects conducted any level of monitoring as part of the restoration, confirming the lack of evaluation and monitoring. However, Fairfax County has recently improved its stream restoration practices by developing and incorporating watershed management plans. This now provides one of the better cases that might be looked upon by stakeholders when planning future stream restoration projects.

내륙 수온과 MODIS 지표 온도 데이터의 비교 평가 (Comparison of MODIS Land Surface Temperature and Inland Water Temperature)

  • 나유경;김주원;임은하;박우정;김민준;최진무
    • 한국지역지리학회지
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    • 제19권2호
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    • pp.352-361
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    • 2013
  • 기상 현상을 예측하는 수치예보모델의 주요한 기초 입력 데이터로 토지이용, 지형, 식생, 지표 온도 등이 있다. 이 중 지표 온도의 일부인 내륙 수면 온도에 대한 지상 관측 데이터는 강이나 호수의 일부 지역에만 존재한다. 따라서 본 연구는 수치예보모델의 입력 데이터인 내륙 수면 온도로 활용할 수 있는 MODIS 위성영상의 지표 온도 데이터의 오차정도를 확인하기 위해 국내 내륙 수온 지상 관측 데이터와 비교 분석하였다. 이를 위해 2011년 7월부터 2012년 6월까지 약 1년의 MODIS Land Surface Temperature(LST) 데이터와 수질자동측정망의 수온 데이터를 비교하였다. MODIS 데이터는 주간 및 야간 데이터로 구성되는 데, 각각의 월 평균 오차는 $2^{\circ}{\sim}8^{\circ}C$, $3^{\circ}{\sim}12^{\circ}C$로 주간 데이터의 오차가 작았다. 특히, 주간 데이터의 오차는 가을에 $2^{\circ}C$로 다른 계절에 비해 작았고, 야간 데이터는 여름에 $3^{\circ}C$로 다른 계절에 비해 작았다. 또한 지역적으로는 한강, 낙동강, 금강, 영산강의 4대강을 비교한 결과 가장 남쪽에 있는 영산강 유역에서 가장 오차가 작았다. 본 연구를 통해 수치예보모델의 입력 데이터로 활용함에 있어 MODIS 지표 온도 데이터의 오차 정도를 확인할 수 있었다. 연구 결과는 아시아 지역에 대해 수치예보모델을 운용할 때 북한 및 해외 지역에 대해 MODIS 지표 온도 데이터를 활용함에 있어 그 오차 정도의 기준이 될 수 있을 것이다.

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자동기상관측소의 국지기후대에 근거한 서울 도시 열섬의 공간 분포 (Spatial Distribution of Urban Heat Island based on Local Climate Zone of Automatic Weather Station in Seoul Metropolitan Area)

  • 홍제우;홍진규;이성은;이재원
    • 대기
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    • 제23권4호
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    • pp.413-424
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    • 2013
  • Urban Heat Island (UHI) intensity is one of vital parameters in studying urban boundary layer meteorology as well as urban planning. Because the UHI intensity is defined as air temperature difference between urban and rural sites, an objective sites selection criterion is necessary for proper quantification of the spatial variations of the UHI intensity. This study quantified the UHI intensity and its spatial pattern, and then analyzed their connections with urban structure and metabolism in Seoul metropolitan area where many kinds of land use and land cover types coexist. In this study, screen-level temperature data in non-precipitation day conditions observed from 29 automatic weather stations (AWS) in Seoul were analyzed to delineate the characteristics of UHI. For quality control of the data, gap test, limit test, and step test based on guideline of World Meteorological Organization were conducted. After classifying all stations by their own local climatological properties, UHI intensity and diurnal temperature range (DTR) are calculated, and then their seasonal patterns are discussed. Maximum UHI intensity was $4.3^{\circ}C$ in autumn and minimum was $3.6^{\circ}C$ in spring. Maximum DTR appeared in autumn as $3.8^{\circ}C$, but minimum was $2.3^{\circ}C$ in summer. UHI intensity and DTR showed large variations with different local climate zones. Despite limited information on accuracy and exposure errors of the automatic weather stations, the observed data from AWS network represented theoretical UHI intensities with difference local climate zone in Seoul.

한강하류지형면의 분류와 지형발달에 대한 연구 (양수리에서 능곡까지)

  • 박노식
    • 동굴
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    • 제68호
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    • pp.23-73
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    • 2005
  • Purpose of study; The purpose of this study is specifically classified as two parts. The one is to attempt the chronological annals of Quaternary topographic surface through the study over the formation process of alluvial surfaces in our country, setting forth the alluvial surfaces lower-parts of Han River area, as the basic deposit, and comparing it to the marginal landform surfaces. The other is to attempt the classification of micro morphology based on the and condition premising the land use as a link for the regional development in the lower-parts of Han river area. Reasons why selected the Lower-parts of Han river area as study objects: 1. The change of river course in this area is very serve both in vertical and horizontal sides. With a situation it is very easy to know about the old geography related to the formation process of topography. 2. The component materials of gravel, sand, silt and clay are deposited in this area. Making it the available data, it is possible to consider about not oかy the formation process of topography but alsoon the development history to some extent. 3. The earthen vessel, a fossil shell fish, bone, cnarcoal and sea-weed are included in the alluvial deposition in this area. These can be also valuable data related to the chronological annals. 4. The bottom set conglometate beds is also included in the alluvial deposits. This can be also valuable data related to the research of geomorphological development. 5. Around of this area the medium landform surface, lower landform surface, pediment and basin, are existed, and these enable the comparison between the erosion surfaces and the alluvial surfaces. Approach : 1. Referring to the change of river beds, I have calculated the vertical and horizontal differences comparing the topographic map published in 1916 with that published in 1966 and through the field work 2. In classifying the landform, I have applied the method of micro morphological classification in accordance with the synthetic index based upon the land conditions, and furthermore used the classification method comparing the topographic map published in 1916 and in that of 1966. 3. I have accorded this classification with the classification by mapping through appliying the method of classification in the development history for the field work making the component materials as the available data. 4. I have used the component materials, which were picked up form the outcrop of 10 places and bored at 5 places, as the available data. 5. I have referred to Hydrological survey data of the ministry of Construction (since 1916) on the overflow of Han-river, and used geologic map of Seoul metropolitan area. Survey Data, and general map published in 1916 by the Japanese Army Survbey Dept., and map published in 1966 by the Construction Research Laboratory and ROK Army Survey Dept., respectively. Conclusion: 1. Classification of Morphology: I have added the historical consideration for development, making the component materials and fossil as the data, to the typical consideration in accordance with the map of summit level, reliefe and slope distribution. In connection with the erosion surface, I have divided into three classification such as high, medium and low-,level landform surfaces which were classified as high and low level landform surfaces in past. furthermore I have divided the low level landform surface two parts, namely upper-parts(200-300m) and bellow-parts(${\pm}100m$). Accordingly, we can recognize the three-parts of erosion surface including the medium level landform surface (500-600m) in this area. (see table 22). In condition with the alluvial surfaces I have classified as two landform surfaces (old and new) which was regarded as one face in past. Meamwhile, under the premise of land use, the synthetic, micro morphological classification based upon the land condition is as per the draw No. 19-1. This is the quite new method of classification which was at first attempted in this country. 2. I have learned that the change of river was most severe at seeing the river meandering rate from Dangjung-ni to Nanjido. As you seee the table and the vertical and horizontal change of river beds is justly proportionable to the river meandering rate. 3. It can be learned at seeing the analysis of component materials of alluvial deposits that the component from each other by areas, however, in the deposits relationship upper stream, and between upper parts and below parts I couldn't always find out the regular ones. 4. Having earthern vessel, shell bone, fossil charcoal and and seaweeds includen in the component materials such as gravel, clay, sand and silt in Dukso and Songpa deposits area. I have become to attempt the compilation of chronicle as yon see in the table 22. 5. In according to hearing of basemen excavation, the bottom set conglomerate beds of Dukso beds of Dukso-beds is 7m and Songpa-beds is 10m. In according to information of dredger it is approx. 20m in the down stream. 6. Making these two beds as the standard beds, I have compared it to other beds. 7 The coarse sand beds which is covering the clay-beds of Dukso-beds and Nanjidobeds is shown the existence of so-called erosion period which formed the gap among the alluvial deposits of stratum. The former has been proved by the sorting, bedding and roundness which was supplied by the main stream and later by the branch stream, respectively. 8. If the clay-beds of Dukeo-bed and Songpa-bed is called as being transgressive overlap, by the Eustatic movement after glacial age, the bottom set conglomerate beds shall be called as being regressive overlap at the holocene. This has the closest relationship with the basin formation movement of Seoul besides the Eustatic movement. 9. The silt-beds which is the main component of deposits of flood plain, is regarded as being deposited at the Holocene in the comb ceramic and plain pottery ages. This has the closest relationship with the change of river course and river beds.

농촌 마을회관의 현황과 개선방안 연구 -밀양시 삼랑진읍을 대상으로- (The Improvement Proposal of Rural Community Centers : by the Case Studies of 30 Centers in Samnangjin-eup, Miryang City)

  • 김성호;이유직
    • 농촌계획
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    • 제18권2호
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    • pp.57-68
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    • 2012
  • This study is to suggest the improving methods for rural community centers by analysis of 30 community centers in Samnangjin-eup, Miryang city, Gyeongnam. To fulfill this purpose, the facilities, usable condition and management system were examined. The user needs and level of satisfaction were also investigated through the interviews with 858 citizens. The average size of the centers is $96m^2$, and 73% of them are one-story buildings. Women use the community center more frequently than men in ratio of 6:4. 43.4% of interviewees visit the center 1 or 2 times a month, but on the other hand 27.4% of them use the center almost every day. Recess is surely the main purpose, and health care and community meeting are next two reasons. 67.8% and 72.4% of them are not satisfied with the inside and outside of the community center respectively. The interview results demonstrate that the most important issue is the lack of facilities. To improve the community centers in Samnangjin-eup, first of all, various kinds of indoor and outdoor facilities must be equipped. Secondly, considering the center is the core of rural community life, the qualitative improvement in accommodation is also needed as well as facility diversification. The efficiency of space utilization is another issue. A small piece of land or abandoned space must be utilized. Moreover, it is very critical that the users are mostly seniors and elders, so improvements of facilities will be executed in terms of safety and convenience. Finally, administrative and financial support should be made for the people, so as to maintain the the rural community center on their own.

EFDC-Hydro와 WASP7.2 를 이용한 금강하류의 수리-수질 연계 모델링 (Serial Use of Hydrodynamic and Water Quality Model of the Geum River using EFDC-Hydro and WASP7.2)

  • 서동일;서미진;구명서;우재균
    • 상하수도학회지
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    • 제23권1호
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    • pp.15-22
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    • 2009
  • This study reports the serial use of a 3-D hydrodynamic model, EFDC-Hydro and a dynamic water quality model WASP7.2 that are maintained by USEPA. The 48 km section of the Geum River downstream between Daechung Dam and Gongju was selected as a sample study site. Topographical information was used to accurately represent morphology of the study site and boundary conditions were derived from governmental databases including WAMIS by Ministry of Land and Ocean and WEIS by Ministry of Environment. EFDC-Hydro was successfully calibrated for observed water level and WASP was calibrated using monthly observed water quality data obtained from the above sources. It was found that the current water quality target of BOD for the Geum River-H point could not be met on monthly basis though every other tributary of the area would meet its own water quality target as assigned in Korean TMDL. This study proposed the new target BOD water quality for the Gabcheon and Mihocheon as 4.3 and 3.6 mg/l, respectively so that the Geum River-H point can meet the target. When Sejong City is constructed, it is estimated that effluent discharge limit of BOD must be less than 4.5 mg/l to meet water quality of the point. This study shows that it is possible to carry out more precise modeling considering both water movement and water kinetics by using EFDC and WASP simultaneously.

교통혼잡을 고려한 서울 도심부 개발가능밀도 추정 (Estimating Development Density Constrained by Traffic Congestion in the Downtown, Seoul)

  • 황기연;신상영;강준모
    • 대한토목학회논문집
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    • 제26권1D호
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    • pp.49-58
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    • 2006
  • 본 연구는 도시개발밀도와 교통시설용량 간의 영향관계를 실증적으로 분석하여, 교통성과(transportation performance)를 극대화하기 위한 토지이용방안을 모색하는 것이다. 이를 위해 서울시 도심을 사례분석지역으로 선정하여 다양한 개발밀도 시나리오에 따라 교통용량의 한계를 감안한 개발용량을 산정하였다. 개발밀도 변화에 따른 교통영향분석을 위한 분석모형으로 SECOMM모형이 제시되었고, 이를 활용하여 20개의 다양한 개발밀도 대안의 영향을 분석하였다. 분석 결과, 도심고밀개발시교통 관점에서 볼 때 분석상 교통적으로 가장 지속가능성이 높은 수준은 도심혼잡통행료를 징수하고 용적률을 460% 까지 개발했을 때인 것으로 나타났다. 한편 도심용적률이 460%를 상회해도 서울시 전체적인 교통상황이 지속적으로 개선되는 것으로 분석되어, 통행료 수준을 높임으로써 지속가능한 교통여건을 달성하는 것이 보다 바람직할 것으로 판단된다. 한편, 도심에서 혼잡통행료를 부과하지 않는다면 도심에서 최대 용적률 430%까지 밖에 고밀화를 진행할 수 없고 이때 서울시 전체적으로 개선폭도 그리 크지 않은 것으로 분석되었다. 따라서 도심고밀화를 위해서는 교통수요관리시책(TDM)과 병행하는 것이 필수적일 것으로 사료된다.

학교시설 건설공사의 작업분류체계 구축 및 단위작업별 선후행 관계 분석 (Development of Work Breakdown Structure and Analysis of Precedence Relations by Activity in School Facilities Construction Work)

  • 방종대;손정락
    • 토지주택연구
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    • 제8권3호
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    • pp.189-200
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    • 2017
  • The work breakdown structure and the precedence relations by work activity are very important because they are the basic data for estimating the construction duration in the construction work. However, there is no standard to accurately estimate the construction duration since the size of the school facilities construction is smaller than the general construction work. Therefore, some schools are unable to open in March or September and the delay of the construction duration can cause damage to the students. To solve this problem, this study developed a work breakdown structure of school facilities construction work and analyzed the precedence relations by work activities. The work breakdown structure of the school facilities construction is composed of three steps. The operations corresponding to level 1 and level 2 are as follows. (1) 2 preparatory work categories; preparation period and temporary construction. (2) 17 architectural work categories; temporary construction, foundation & pile work, reinforced concrete work, steel roof work, brick work, plaster work, tile work, stone work, waterproof construction, wood work, interior construction, floor work, metal work, roof work, windows construction, glazing work and paint construction. (3) 7 mechanic and fire work categories; outside trunk line work, plumbing work, air-conditioning equipment work, machine room work, city gas plumbing work, sanitation facilities and inspection & test working. (4) 4 civil work categories; wastewater work, drainage work, pavement work and other work. (5) 1 landscaping work categories; planting work. The work breakdown structure was derived from interviews with experts based on the milestones and detailed statements of existing school facilities. The analysis of precedence relations by school facilities work activity utilized PDM(Precedence Diagramming Method)which does not need a dummy and the relations were applied using FS(Finish to Start), FF(Finish to Finish), SS(Start to Start), SF(Start to Finish). The analysis of this study shows that if one work activity is delayed, the entire construction duration may be delayed because the majority of the works are FS relations. Therefore, it is necessary to use the Lag at the appropriate time to estimate the standard construction duration of the school facility construction. Lag is a term used only in the PDM method and it is used to define the relationship between the predecessor and the successor in creating the network milestone. And it means the delay time applied to the two work activities. The results of this study can reasonably estimate the standard construction duration of school facilities and it will contribute to the quality of the school facilities construction.